CN217106130U - Assembled large formwork support system - Google Patents
Assembled large formwork support system Download PDFInfo
- Publication number
- CN217106130U CN217106130U CN202220895129.3U CN202220895129U CN217106130U CN 217106130 U CN217106130 U CN 217106130U CN 202220895129 U CN202220895129 U CN 202220895129U CN 217106130 U CN217106130 U CN 217106130U
- Authority
- CN
- China
- Prior art keywords
- template
- support system
- reinforcing bar
- reinforcing
- formwork
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title claims description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 230000008878 coupling Effects 0.000 claims abstract description 9
- 238000010168 coupling process Methods 0.000 claims abstract description 9
- 238000005859 coupling reaction Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 27
- 239000010959 steel Substances 0.000 claims description 27
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 10
- 238000010079 rubber tapping Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 4
- 238000007493 shaping process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to an assembly type structure field specifically discloses a big template support system of assembled, including template, coupling assembling, reinforcing bar net and support steelframe, the reinforcing bar net passes through coupling assembling detachable connect in one side of template, support the steelframe detachable connect in the template deviates from one side of reinforcing bar net, the utility model discloses novel structure, component reuse, economic nature is good.
Description
Technical Field
The utility model relates to an assembly type structure technical field especially relates to big template support system of assembled.
Background
At present, the design of domestic fabricated floor is complicated, there is not complete design theory like superimposed sheet and truss floor carrier plate, leads to the design reinforcing bar quantity to increase, and production link technology is complicated, and superimposed sheet is bulky weight greatly leads to the cost of transportation to increase, has the condition that horizontal construction seam influences the whole atress of floor in the construction moreover, and truss floor carrier plate and superimposed sheet support setting amount in the in-service use does not reduce by a wide margin than cast-in-place board, leads to the construction complicated.
SUMMERY OF THE UTILITY MODEL
For solving the problem mentioned in the background art, the utility model aims to provide a big template support system of assembled.
In order to realize the above object, the technical scheme of the utility model is that:
big template support system of assembled, including template, coupling assembling, reinforcing bar net and support steelframe, the reinforcing bar net passes through coupling assembling detachable connect in one side of template, support steelframe detachable connect in the template deviates from one side of reinforcing bar net.
Further, coupling assembling includes a plurality of columnar fasteners, the fastener passes through the screw rigid coupling and is in one side of template, it is a plurality of the fastener is the rectangle array, the fastener deviates from the one end shaping of template has first mounting groove, in first mounting groove both sides equal shaping has the second mounting groove on the fastener, and is every relative a plurality of set up install a first reinforcing bar jointly in the first mounting groove, and is every relative a plurality of install a second reinforcing bar jointly in the second mounting groove, first reinforcing bar is mutually perpendicular with the second reinforcing bar, all first reinforcing bar and second reinforcing bar combination form the reinforcing bar net.
Furthermore, both sides top edge of second mounting groove all inwards the shaping have the dog.
Furthermore, straight shank lifting hooks are arranged at four corners of the template, and handle portions of the straight shank lifting hooks penetrate through the template and are detachably connected to the supporting steel frame.
Furthermore, the support steel frame is formed by detachably connecting a plurality of channel steel.
The utility model has the advantages that: the utility model can combine the template, the connecting component, the reinforcing mesh and the supporting steel frame into a whole in a factory and then transport the combined template, the connecting component, the reinforcing mesh and the supporting steel frame to a construction site for pouring, the weight is light, the rigidity is large, the transportation cost is low, only the supports are needed to be erected near the two ends of the whole template supporting system during pouring, the use amount of the supports is greatly reduced, and the overall cost is far lower than that of a laminated slab and a truss floor bearing plate; and after the pouring is finished, the supporting steel frame, the template, the lifting lugs and the screws can be disassembled and reused, and the economical efficiency is high.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic structural diagram of an embodiment of the present invention;
fig. 3 is a schematic view of a connection structure of the first reinforcing bar, the second reinforcing bar and the fastener according to the embodiment of the present invention;
fig. 4 is a schematic structural view of a fastener according to an embodiment of the present invention.
Description of the figure numbering: 1. template, 2, support steelframe, 3, fastener, 31, mounting hole, 32, first mounting groove, 33, second mounting groove, 331, dog, 4, first reinforcing bar, 5, second reinforcing bar, 6, straight shank lifting hook.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments obtained by a person skilled in the art based on the embodiments of the present invention belong to the protection scope of the present invention.
As shown in fig. 1 to 4, the large prefabricated formwork support system includes a formwork 1, a connecting assembly, a mesh reinforcement and a support steel frame 2, wherein the mesh reinforcement is detachably connected to the top surface of the formwork 1 through the connecting assembly, the mesh reinforcement is parallel to the formwork 1, the support steel frame 2 is connected to one side of the formwork 1 away from the mesh reinforcement through bolts, and the support steel frame 2 is parallel to the formwork 1.
In this embodiment, the connecting assembly includes a plurality of columnar fasteners 3, the fasteners 3 are vertically disposed on the top surface of the formwork 1, a mounting hole 31 is disposed on a contact surface between the fastener 3 and the formwork 1, the fastener 3 is fixedly mounted on the formwork 1 through the mounting hole 31 and the self-tapping screw, the fasteners 3 are in a rectangular array, a U-shaped first mounting groove 32 is formed at an end of the fastener 3 away from the formwork 1, U-shaped second mounting grooves 33 are formed on the fasteners 3 at both sides of the first mounting groove 32, the bottom surface of the second mounting groove 33 is higher than the bottom surface of the first mounting groove 32, the second mounting grooves 33 and the first mounting grooves 32 are in a cross-staggered arrangement, a first steel bar 4 is commonly mounted in each of the plurality of first mounting grooves 32, all the first steel bars 4 are parallel, a second steel bar 5 is commonly mounted in each of the plurality of second mounting grooves 33, all second reinforcing bars 5 are parallel, and first reinforcing bar 4 is mutually perpendicular with second reinforcing bar 5, and all first reinforcing bar 4 and the combination of second reinforcing bar 5 form the reinforcing bar net, and structural design is reasonable, the dismouting of being convenient for.
In this embodiment, both sides top edge of second mounting groove 33 all has dog 331 to the inside shaping, sets up dog 331, can play good spacing effect to second reinforcing bar 5, avoids second reinforcing bar 5 slippage from in the second mounting groove 33.
In this embodiment, template 1's four corners department all is equipped with straight shank lifting hook 6, and straight shank lifting hook 6's stalk portion is equipped with the screw thread, and straight shank lifting hook 6's stalk portion runs through template 1 and threaded connection has the nut, and the nut is spacing on supporting steelframe 2 with straight shank lifting hook 6.
In this embodiment, support steelframe 2 and pass through angle sign indicating number and screwed connection by many channel-section steels and constitute, the channel-section steel passes through the bolt rigid coupling on template 1.
In the in-service use process, template 1 adopts the bamboo plywood, fastener 3 adopts the mould to mould plastics and forms, during the installation, use self tapping screw to fix fastener 3 on template 1 from the bottom surface of template 1, then with the channel-section steel equipment formation support steelframe 2, then will support steelframe 2 and 1 bottom surface of template and accomplish the back with bolted connection, trompil installation straight shank lifting hook 6 on the channel-section steel, revolve the nut on the screw thread of straight shank lifting hook 6, make straight shank lifting hook 6 spacing in the channel-section steel, then place every first reinforcing bar 4 respectively in corresponding a plurality of first mounting grooves 32, place many second reinforcing bars 5 in corresponding a plurality of second mounting grooves 33, accomplish the equipment of big template support system of assembled, then use tower crane or crane to hoist floor system to floor construction position after transporting to the building site, carry out cast in situ concrete construction after laying.
The concrete cast-in-place process comprises the following steps: 1. erecting vertical supports near two ends of the assembled large formwork support system; 2. hoisting the assembled large formwork support system to a corresponding position by using a tower crane or a crane, and then removing a straight shank lifting hook 6 connected to the channel steel by using a nut; 3. the large formwork support body is tied on a reinforcing steel bar which can not be finished in a workshop, such as a negative bar, a plate top structural reinforcing steel bar and the like; 4. performing holing treatment on the template 1 on a construction site according to a water heating electricity construction drawing; 5. carrying out cast-in-place concrete construction on a construction site; the concrete on-site disassembly process comprises the following steps: 1. after the concrete reaches the form removal strength required by the design, firstly removing the vertical supports erected on site; 2. the supporting steel frame 2 is disassembled, the supporting steel frame can be disassembled only by loosening the nuts of the channel steel and the template 1, and the supporting steel frame is orderly stacked for reuse after being disassembled; 3. the template 1 is dismantled, the template 1 and the fastener 3 are connected by using a self-tapping screw, the template 1 can be conveniently dismantled by only unscrewing the self-tapping screw, wherein the fastener 3 is permanently left in the concrete floor, and the dismantled template 1 is orderly stacked and is recycled; 4. and (3) loading and transporting the disassembled supporting steel frame 2, the template 1, the straight shank lifting hook 6, the self-tapping screws, the bolts and the nuts to a factory for recycling, wherein the template 1 can be recycled for at least 3 times, the supporting steel frame 2 can be recycled for at least 20 times, and the total cost is far lower than that of a laminated slab and a truss floor bearing plate.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not intended to limit the present invention, and all modifications, equivalents, improvements and the like that are within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (5)
1. Big formwork support system of assembled, its characterized in that includes template (1), coupling assembling, reinforcing bar net and support steelframe (2), the reinforcing bar net passes through coupling assembling detachable connect in one side of template (1), support steelframe (2) detachable connect in template (1) deviates from one side of reinforcing bar net.
2. The large formwork support system of claim 1, wherein the connecting assembly comprises a plurality of columnar fasteners (3), the fasteners (3) are fixedly connected to one side of the template (1) through screws, a plurality of the fasteners (3) are in a rectangular array, a first mounting groove (32) is formed at one end of the fastener (3) deviating from the template (1), second mounting grooves (33) are formed on the fastener (3) at two sides of the first mounting groove (32), a first reinforcing steel bar (4) is jointly mounted in a plurality of first mounting grooves (32) which are oppositely arranged, a second reinforcing steel bar (5) is jointly mounted in a plurality of second mounting grooves (33) which are oppositely arranged, the first reinforcing steel bars (4) are perpendicular to the second reinforcing steel bars (5), and all the first reinforcing steel bars (4) and the second reinforcing steel bars (5) are combined to form the reinforcing mesh.
3. The large formwork support system as claimed in claim 2, wherein the second mounting groove (33) is formed with a stopper (331) inwardly at both side edges thereof.
4. The large assembly formwork support system according to claim 1, wherein straight shank hooks (6) are arranged at four corners of the formwork (1), and the handle parts of the straight shank hooks (6) penetrate through the formwork (1) and are detachably connected to the support steel frame (2).
5. The large formwork support system of claim 1, wherein the support steel frame (2) is comprised of a plurality of channel steel detachably connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220895129.3U CN217106130U (en) | 2022-04-18 | 2022-04-18 | Assembled large formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220895129.3U CN217106130U (en) | 2022-04-18 | 2022-04-18 | Assembled large formwork support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217106130U true CN217106130U (en) | 2022-08-02 |
Family
ID=82581462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220895129.3U Expired - Fee Related CN217106130U (en) | 2022-04-18 | 2022-04-18 | Assembled large formwork support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217106130U (en) |
-
2022
- 2022-04-18 CN CN202220895129.3U patent/CN217106130U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220802 |
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| CF01 | Termination of patent right due to non-payment of annual fee |